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2019 | OriginalPaper | Buchkapitel

Concrete Surface Hardener Laboratory Performance Study for Caltrans

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Abstract

California Department of Transportation (Caltrans) is interested in preserving the concrete pavement surface from the wear and abrasion of traffic loading. Especially, on a portion of concrete pavement on Interstate Highway 80 near Truckee area where the pavement deteriorates at an accelerated rate due to snow chains and heavy traffic loading in the truck lanes. Historically, Caltrans has tried thin hot mix asphalt overlay, bonded wearing course, rubberized hot mix asphalt overlay, and micro-surfacing as a fix for these wear problems with various levels of success. Currently, Caltrans is looking for new cost effective concrete surface preservation treatments to solve the wear issues. Concrete surface hardeners may offer a less expensive preservation alternative compared to the previous solutions. There were five different concrete surface hardeners from three companies selected for the laboratory study including Transil Plus and Pentra Sil (IH) from Convergent Concrete, Nano-Lithium 25 from Advan, CS and CLS densifiers from Trinic. Three different tests were performed on the treated and untreated cement mortar surfaces. The concrete surface abrasion test, Caltrans Test Method 550, was used to evaluate the surface abrasion resistance of specimens; Mohs hardness test was used to study the surface hardness changes during the surface hardener treatments; and the rebound hammer test, ASTM C805, was used to evaluate the strengths of various treated and untreated specimens. The statistical testing results were calculated and summarized to show the effectiveness of the surface hardeners on various cement types with different water to cement ratios. The test results showed the levels of effectiveness of different concrete surface hardeners had on the various mix designs.

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Literatur
Zurück zum Zitat ASTM: ASTM C805—Standard Test Method for Rebound Number of Hardened Concrete, vol. 04.02. ASTM International (2013) ASTM: ASTM C805—Standard Test Method for Rebound Number of Hardened Concrete, vol. 04.02. ASTM International (2013)
Zurück zum Zitat Caltrans: Test Method 550—Method of Test for Surface Abrasion Resistance of Concrete Specimens, Dec 2013 Caltrans: Test Method 550—Method of Test for Surface Abrasion Resistance of Concrete Specimens, Dec 2013
Zurück zum Zitat Caltrans: Test Method 551—Method of Test for the Suitability of Materials for Overlayment and Repair of Portland Cement Concrete Pavement and Structures, Aug 2012 Caltrans: Test Method 551—Method of Test for the Suitability of Materials for Overlayment and Repair of Portland Cement Concrete Pavement and Structures, Aug 2012
Zurück zum Zitat Haworth, M.: Interstate 80 Donner Summit Shotblasting and Transil Application, pp. 1–4. Testing Report, Blastrac, Inc., Oklahoma City, Oklahoma (2011) Haworth, M.: Interstate 80 Donner Summit Shotblasting and Transil Application, pp. 1–4. Testing Report, Blastrac, Inc., Oklahoma City, Oklahoma (2011)
Zurück zum Zitat Riemer, C., Pittenger, D., Gransberg, D.D.: preservation of concrete pavement using a modified silicon reactive lithium surface densifier over shotblasting: a life cycle cost analysis. 2012 Transportation Research Board Meeting. Washington, D.C., Jan 2012 Riemer, C., Pittenger, D., Gransberg, D.D.: preservation of concrete pavement using a modified silicon reactive lithium surface densifier over shotblasting: a life cycle cost analysis. 2012 Transportation Research Board Meeting. Washington, D.C., Jan 2012
Zurück zum Zitat Stokes, D.: Lithium ion penetration in the route 113 treatment site. Letter Report, pp. 1–2. FMC Corporation, Lithium Division, Bessemer City, North Carolina, July 28, 2010 Stokes, D.: Lithium ion penetration in the route 113 treatment site. Letter Report, pp. 1–2. FMC Corporation, Lithium Division, Bessemer City, North Carolina, July 28, 2010
Metadaten
Titel
Concrete Surface Hardener Laboratory Performance Study for Caltrans
verfasst von
DingXin Cheng
Madelyn L. Giles
Jarvis Thor
Copyright-Jahr
2019
DOI
https://doi.org/10.1007/978-3-319-95792-0_9